DocumentCode :
502848
Title :
Application of unascertained measure to classification of expansive soils
Author :
Shi, Huawang
Author_Institution :
Sch. of Civil Eng., Hebei Univ. of Eng., Handan, China
Volume :
3
fYear :
2009
fDate :
8-9 Aug. 2009
Firstpage :
57
Lastpage :
60
Abstract :
According to the conception of unascertained measure and indices establishment for assessing the expansive soil based on the practical of identification of expansive soil, a new qualitative and quantitative solution method which the synthetic weights of indexes that include both subjective favoritism and objective information was produced to research the assessment of the identification of expansive soil. The indexes functions of unascertained measure of sample sets of expansive soil were established, and a prediction for the classification of expansive soils was carried out using the rules of credible recognition. The result shows that this method is more reasonable, reliable and effective. Therefore, the classification model, reflecting the complexity situation of expansive soil objectively, is effective and available to the classification of the grade of shrink and expansion for the expansive soils.
Keywords :
geotechnical engineering; shrinkage; soil; expansive soils; soil grades; soil indices; soil shrinkage; Appraisal; Civil engineering; Communication system control; Engineering management; Minerals; Moisture measurement; Particle measurements; Quality management; Soil measurements; Volume measurement; expansive soil indices; expansive soils; grading of shrinkage and expansion classify; unascertained measure;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computing, Communication, Control, and Management, 2009. CCCM 2009. ISECS International Colloquium on
Conference_Location :
Sanya
Print_ISBN :
978-1-4244-4247-8
Type :
conf
DOI :
10.1109/CCCM.2009.5268038
Filename :
5268038
Link To Document :
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